CN205637707U - Swimming pool - Google Patents
Swimming pool Download PDFInfo
- Publication number
- CN205637707U CN205637707U CN201620322906.XU CN201620322906U CN205637707U CN 205637707 U CN205637707 U CN 205637707U CN 201620322906 U CN201620322906 U CN 201620322906U CN 205637707 U CN205637707 U CN 205637707U
- Authority
- CN
- China
- Prior art keywords
- swimming pool
- concrete support
- base plate
- concrete
- sidewall
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
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- 239000000463 material Substances 0.000 claims abstract description 18
- 239000011449 brick Substances 0.000 claims description 10
- 210000002219 Extraembryonic Membranes Anatomy 0.000 claims description 8
- 238000001764 infiltration Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 27
- 229910000831 Steel Inorganic materials 0.000 abstract description 3
- 239000010959 steel Substances 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000007493 shaping process Methods 0.000 abstract 1
- 239000002699 waste material Substances 0.000 description 9
- 241000521257 Hydrops Species 0.000 description 5
- 238000000465 moulding Methods 0.000 description 5
- 238000005266 casting Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000004080 punching Methods 0.000 description 4
- 230000003014 reinforcing Effects 0.000 description 4
- 238000009415 formwork Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- RAFZYSUICBQABU-QYLFUYDXSA-N Phytal Natural products CC(C)CCC[C@@H](C)CCC[C@@H](C)CCC\C(C)=C/C=O RAFZYSUICBQABU-QYLFUYDXSA-N 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 229920000915 polyvinyl chloride Polymers 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- UZVHFVZFNXBMQJ-UHFFFAOYSA-N Butalbital Chemical compound CC(C)CC1(CC=C)C(=O)NC(=O)NC1=O UZVHFVZFNXBMQJ-UHFFFAOYSA-N 0.000 description 1
- 230000003321 amplification Effects 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005755 formation reaction Methods 0.000 description 1
- 238000003199 nucleic acid amplification method Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Abstract
The utility model discloses a swimming pool belongs to building construction field. Swimming pool includes bottom plate, lateral wall to reach concrete support column, a concrete supporting beam, support the mould and set up in the concrete cushion of backfill top. The utility model provides a technical scheme can realize that swimming pool includes bottom plate, lateral wall to the shaping is pour to an organic whole that reaches concrete support column, a concrete supporting beam, has advantages such as construction convenience, low price. And, utilize the concrete cushion as the bearing structure of swimming pool bottom plate, replaced the support mode that traditional steel form adds the scaffold frame, have construction convenience, stable in structure, low cost's advantage, having solved the swimming pool bottom plate, difficult found the mould and the interim bearing structure in a large amount of swimming pool bottom can't demolish the technological problem who causes the material extravagant, costly.
Description
Technical field
This utility model relates to a kind of swimming pool, belongs to the realm of building construction.
Background technology
In recent years, along with the raising of people's living standard, for physical culture, entertainment selection demand also constantly
Raising, and it is deep by popular sports events for swimming.Therefore, the construction demand of large-scale swimming pool is in urgency
Sharp increase adds.
Under normal circumstances, swimming pool is the profundal zone being gradually transitions the other end by the phytal zone of one end, and this just needs
Want swimming pool base plate to have certain gradient, transformed in the swimming pool of 1.8 meters in the depth of water by 1.3 meters, base plate
The vertical discrepancy in elevation reaches 50 centimetres, and in large-scale swimming pool, the two ends discrepancy in elevation of swimming pool base plate is bigger.Swimming pool is divided into room
Outward, indoor two kinds, the construction of different types of swimming pool is also not quite similar.For outdoor swimming pool, it is common that according to
The design parameters such as the gradient of base plate and the degree of depth of base plate, directly excavate molding, then build swimming pool base plate and side by laying bricks or stones
Wall.But, for being arranged at the swimming pool of interior of building, due to the existence on building basis, it is impossible to carry out
Swimming pool excavation construction, fixes steel form or the plank sheathing bottom mould as swimming pool base plate often by scaffold
Plate, makes template form the gradient identical with swimming pool base plate, then pours swimming pool base plate in template.
There are the following problems in the construction of swimming pool base plate at present: the template of (1) swimming pool base plate is positioned at swimming pool base plate
Lower section, this position template cannot be removed, and causes the waste of material；(2) swimming pool base plate has longer gentle slope,
In construction, the distance between swimming pool base plate and building basis is less than at 30cm, at highly gradient
In narrow space, the template construction difficulty of swimming pool base plate, useless work waste material；(3) wooden or steel template is stayed
Bottom swimming pool, in being chronically at the environment that humidity is bigger, easily rot or get rusty, there is potential safety hazard.
It is therefore desirable to existing swimming pool backplanes support mode is improved.
Utility model content
Main purpose of the present utility model is to provide a kind of swimming pool, possesses Stability Analysis of Structures, easy construction, cost
Cheaper feature, solves to be difficult to formwork erection and a large amount of templates of temporary support and foot hands during swimming pool construction of bottom plates
The difficult problem that frame cannot be removed.
For solving above technical problem, this utility model includes following technical scheme:
A kind of swimming pool, is arranged on big base plate, and described swimming pool includes swimming pool base plate and swimming pool sidewall, described swimming
Pond also includes,
Concrete support post, connects described big base plate and described swimming pool base plate；
Concrete support beam, is positioned at described swimming pool sidewall, and is embedded on described concrete support post, institute
State concrete support beam include some longitudinal and cross beams of crisscross setting, described longeron and described crossbeam it
Between form spaced back filled region；
Supporting die, be arranged at described concrete support post, concrete support beam and the sidepiece of swimming pool sidewall and
The lower section of described concrete support beam, is for supporting described concrete support post, concrete support beam and swimming
The template of pond sidewall；
Backfill material, is positioned at described back filled region；
And concrete cushion, it is arranged at the top of described backfill material；
Wherein, described swimming pool base plate is arranged at described concrete support post, described concrete support beam and described
Above concrete cushion, described concrete support post, described concrete support beam and described swimming pool base plate and
Swimming pool sidewall is formed in one.
Further, being positioned at the supporting die below described swimming pool base plate is brick fetal membrane.
Further, in the bottom of the described swimming pool sidewall at described big base plate, it is provided with osculum.
It is preferably, is provided with drain pipe, at swimming pool in the described swimming pool sidewall surrounding at described big base plate
When infiltration occurs, play drainage.
It is preferably, described swimming pool sidewall and described big back plate connections are provided with waterproof roll, described waterproof
Web sheet is layed in the outside of described drain pipe.
This utility model, owing to using above technical scheme, is allowed to compared with prior art, has following excellent
Point and good effect: this utility model is by arranging under the supporting role of supporting die, concrete cushion, it is achieved
The formed by integrally casting molding of concrete support post, concrete support beam, swimming pool base plate and swimming pool sidewall, therefore
The advantage that swimming pool has easy construction, structure is more stable that this utility model provides；Utilize concrete simultaneously
Bed course instead of punching block and adds traditional supporting construction of scaffold, has an easy construction, constitutionally stable advantage,
Also the difficult problem that swimming pool base plate is difficult to formwork erection, a large amount of temporary support structure cannot be removed is solved；It addition, crossbeam,
In the back filled region that longeron is formed, amplification quantity construction waste can be filled out, reduce construction waste and pollute, be of value to city
Environmental conservation.
Accompanying drawing explanation
The swimming pool vertical section along bottom board slope direction that Fig. 1 provides for this utility model first embodiment is illustrated
Figure；
Fig. 2 is the partial enlarged drawing in G region in Fig. 1；
Fig. 3 for this utility model first embodiment provide for concrete support beam, concrete support post flat
Face structural representation；
Fig. 4 is the partial enlarged drawing in territory, K-region in Fig. 1；
Fig. 5 is the flow chart of a kind of swimming pool construction method of this utility model the second embodiment；
In figure, label is as follows:
Swimming pool 100；Swimming pool base plate 110, decorative layer 111；Swimming pool sidewall 120；Concrete support post 130；
Concrete support beam 140, crossbeam 141, longeron 142；Supporting die 150, brick fetal membrane 151；Back filled region 160,
Backfill material 161, concrete cushion 162；Osculum 170；Drain pipe 180；Waterproof roll 190；The big end
Plate 200.
Detailed description of the invention
A kind of swimming pool provided this utility model below in conjunction with the drawings and specific embodiments is made the most in detail
Explanation.In conjunction with explanation and claims below, advantage of the present utility model and feature will be apparent from.Need
Bright, accompanying drawing all uses the form simplified very much and all uses non-ratio accurately, only in order to convenient, bright
Aid in illustrating the purpose of this utility model embodiment clearly.
Embodiment one
Referring to Fig. 1 to Fig. 4, the swimming pool profilograph that wherein Fig. 1 provides for the present embodiment, Fig. 2 is figure
The enlarged drawing in G region in 1, Fig. 3 is the planar structure schematic diagram of concrete support beam, concrete support post,
Fig. 4 is territory, K-region enlarged drawing in Fig. 1.Below in conjunction with accompanying drawing, main points of the present utility model are done further
Explanation.
In conjunction with Fig. 1 and Fig. 2, swimming pool 100 is arranged on big base plate 200, including swimming pool base plate 110 and swimming
Pond sidewall 120, and it is arranged on the decorative layer 111 of swimming pool base plate 110, swimming pool 100 inner containment has water.
It is provided with concrete support post 130 and concrete support beam 140 between swimming pool base plate 110 and big base plate 200,
Wherein concrete support beam 140 is embedded on concrete support post 130.In Fig. 2, at concrete support post
The sidepiece of 130 is provided with supporting die 150, as the template of concrete support post 130；Certainly, at coagulation
Soil support beam 140 and the sidepiece of swimming pool sidewall 120 and the lower section of described concrete support beam 140, be all provided with
It is equipped with supporting die 150, figure fails show.In conjunction with Fig. 1 and Fig. 3, concrete support beam 140 includes indulging
The horizontal some crossbeams 141 being crisscross arranged and longeron 142, formed mutually between crossbeam 141 and longeron 142
The back filled region 160 at interval, is filled with backfill material 161 in back filled region 160, above backfill material 161
Pouring the thick C20 concrete cushion 162 of one layer of 10CM, this concrete cushion 162 can be as at the bottom of swimming pool
Bottom template when plate 110 pours.
In the present embodiment, under the effect of the templates such as supporting die 150, concrete cushion 162, it is achieved that
Concrete support post 130, concrete support beam 140, swimming pool base plate 110 and the one of swimming pool sidewall 120
Pouring molding, the swimming pool 100 that therefore this utility model provides has more stable excellent of easy construction, structure
Point.Utilize concrete cushion 162 to instead of punching block simultaneously and add traditional supporting construction of scaffold, have and execute
Work is convenient, constitutionally stable advantage, also solves swimming pool base plate 110 and is difficult to formwork erection, a large amount of temporary support knot
The difficult problem that structure cannot be removed.It addition, in the back filled region 160 of crossbeam 141, longeron 142 formation, can fill out and put
A large amount of construction wastes, reduce construction waste and pollute, be of value to city environmental protection.
Wherein, supporting die 150 can be the version fixing wooden model or punching block with scaffold.But in view of mixed
Solidifying soil support beam 140, swimming pool base plate 110 and the formed by integrally casting molding of swimming pool sidewall 120, the support of setting
Mould 150 cannot be removed and material needs the factors such as cutting, somewhat expensive, and supporting die is preferably brick fetal membrane 151,
See shown in Fig. 3.Using brick fetal membrane 151, expense is relatively low, it is adaptable to the arbitrarily concrete support beam of the gradient
140, and construction after can with concrete support post 130, concrete support beam 140 together as
The permanent load-carrying members of swimming pool base plate 110.
In the diagram, swimming pool sidewall 120 and the junction of big base plate 200, it is provided with osculum 170, dredges
Water pipe 180 and waterproof roll 190.Wherein, osculum 170 can be by pre-buried in swimming pool sidewall 120
Pvc pipe is as sleeve pipe, as osculum 170 after swimming pool sidewall 120 pours molding.At swimming pool base plate
Under 110 fortuitous events that infiltration occurs, the hydrops penetrated in backfill material 161 can have osculum 170 to discharge.
Certainly, in order to preferably discharge hydrops, can be at the brick fetal membrane 151 of the lower section of concrete support beam 140 with big
Sleeve pipe needed for the most pre-buried osculum in junction 170 of base plate 200.It addition, arrange drain pipe 180, energy
Play the effect of drain.Waterproof roll 190 be arranged at outside swimming pool sidewall 120 with big base plate 200 junction,
Cover drain pipe 180.Waterproof roll 190 can prevent the hydrops on the outside big base plate 200 of swimming pool 100 from passing through
Osculum 170 enters in back filled region 160；When also hydrops can occur in supporter 200 simultaneously, will building
The sewage discharged in waste material is discharged by drain pipe 180, prevents sewage from flowing out along big base plate 200.
Embodiment two
The flow chart of the construction method of a kind of swimming pool that Fig. 5 provides for the present embodiment, below in conjunction with accompanying drawing pair
The construction of the swimming pool in the present embodiment is described further.The construction method of this swimming pool 100, including walking as follows
Rapid:
S1, concrete support post 130, concrete support beam 140 and swimming pool sidewall 120 are positioned,
Unwrapping wire, fixing support concrete support post 130, concrete support beam 140 and the support of swimming pool sidewall 120
Mould 150.In this step, according to concrete support post 130, crossbeam 211, longeron 212 and swimming pool side
Wall 120 plan-position size, carries out line setting, it is then determined that concrete support post 130, crossbeam 211,
Longeron 212 and the position of swimming pool sidewall 120 supporting die 150, thus fixed form.Wherein, supporting die
150 are preferably brick fetal membrane 151, and brick fetal membrane 151 is more suitable for having gradual change height relative to wooden model or punching block
Concrete support beam 140, there is easy construction, save timber, economic and practical feature, and brick tire
Film 151 can be as the permanent load-carrying members of swimming pool base plate 110.
S2, fills backfill material 161 in back filled region 160 and tamps.After supporting die 150 is fixing, can
Back filled region 160 to be filled backfill material 161, then tamp.Wherein, backfill material 161 can use building useless
Material building waste etc., thus reduce construction waste and pollute, it is of value to city environmental protection.
S3, casting concrete bed course 162 above backfill material 161.After backfill material 161 is backfilling and compacted,
On backfill material 161, the thick C20 concrete cushion 162 of 10CM can be poured, and make itself and swimming pool base plate
110 have the consistent gradient.In construction, according to drawing requirement, concrete cushion 240 is looked for Po Chu
Reason, strict its peak of control and minimum point, the concrete cushion 162 poured is used as swimming pool base plate
The bottom template of 110.
S4, fixing concrete support column 130, concrete support beam 140 and swimming pool side in supporting die 160
Reinforcing bar needed for wall 120, and on concrete cushion 162, fix swimming pool base plate 110 reinforcing bar.Wherein, coagulation
Soil support column 130, concrete support beam 140, swimming pool base plate 110 and the reinforcing bar of swimming pool sidewall 120, can
By form fixed bit one overall structures such as reinforcing bar binding, snapping, welding, after its integration pours, swimming
Pond 100 structure is more stable.
S5, casting concrete support column 130, concrete support beam 140, swimming pool sidewall 120 and swimming pool
Concrete needed for base plate 110.In this step, concrete one-time-concreting completes.
It is preferred embodiment in described step S1, also to include: step S11, in swimming pool side
In the supporting die of wall 120, place the sleeve pipe needed for osculum 170 along the direction being perpendicular to supporting die 150.
This sleeve pipe can be the pvc pipe being embedded in swimming pool sidewall 120 in advance.
Be preferred embodiment, step S5 after, also comprise the steps: S6, near big
The surrounding of the swimming pool sidewall 120 at base plate 200 lays drain pipe 180 and waterproof roll 190.Drain pipe 180
Can play the effect guiding current with waterproof roll 190, waterproof roll 190 can isolate again waterproof roll simultaneously
The hydrops of 190 both sides.
Foregoing description is only the description to this utility model preferred embodiment, not to this utility model scope
Any restriction, any change that the those of ordinary skill in this utility model field does according to the disclosure above content,
Modify, belong to the protection domain of claims.
Claims (5)
1. a swimming pool, is arranged on big base plate, and described swimming pool includes swimming pool base plate and swimming pool sidewall, its
Being characterised by, described swimming pool also includes,
Concrete support post, connects described big base plate and described swimming pool base plate；
Concrete support beam, is positioned at described swimming pool sidewall, and is embedded on described concrete support post, institute
State concrete support beam include some longitudinal and cross beams of crisscross setting, described longeron and described crossbeam it
Between form spaced back filled region；
Supporting die, be arranged at described concrete support post, concrete support beam and the sidepiece of swimming pool sidewall and
The lower section of described concrete support beam, is for supporting described concrete support post, concrete support beam and swimming
The template of pond sidewall；
Backfill material, is positioned at described back filled region；
And concrete cushion, it is arranged at the top of described backfill material；
Wherein, described swimming pool base plate is arranged at described concrete support post, described concrete support beam and described
Above concrete cushion, described concrete support post, described concrete support beam and described swimming pool base plate and
Swimming pool sidewall is formed in one.
2. swimming pool bottom support body as claimed in claim 1, it is characterised in that be positioned at the bottom of described swimming pool
Supporting die below plate is brick fetal membrane.
3. swimming pool as claimed in claim 1, it is characterised in that described at described big base plate
The bottom of swimming pool sidewall, is provided with osculum.
4. swimming pool as claimed in claim 3, it is characterised in that described at described big base plate
Swimming pool sidewall surrounding is provided with drain pipe, when infiltration occurs in swimming pool, plays drainage.
5. swimming pool as claimed in claim 4, it is characterised in that at described swimming pool sidewall and the described big end
Plate junction is provided with waterproof roll, and described waterproof roll sheet is layed in the outside of described drain pipe.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521138851 | 2015-12-31 | ||
| CN2015211388519 | 2015-12-31 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205637707U true CN205637707U (en) | 2016-10-12 |
Family
ID=57065766
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620322906.XU Withdrawn - After Issue CN205637707U (en) | 2015-12-31 | 2016-04-18 | Swimming pool |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205637707U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756377A (en) * | 2015-12-31 | 2016-07-13 | 上海建工五建集团有限公司 | Swimming pool and construction method thereof |
| EA036353B1 (en) * | 2017-04-28 | 2020-10-29 | Александр Леонидович Солдатов | Swimming pool |
-
2016
- 2016-04-18 CN CN201620322906.XU patent/CN205637707U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756377A (en) * | 2015-12-31 | 2016-07-13 | 上海建工五建集团有限公司 | Swimming pool and construction method thereof |
| CN105756377B (en) * | 2015-12-31 | 2018-01-19 | 上海建工五建集团有限公司 | A kind of swimming pool and its construction method |
| EA036353B1 (en) * | 2017-04-28 | 2020-10-29 | Александр Леонидович Солдатов | Swimming pool |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20161012 Effective date of abandoning: 20180119 |
|
| AV01 | Patent right actively abandoned |